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HomeMy WebLinkAboutA2Ramp (2) I I 1 14'-4$$ 14'-4" 5 1/2" X 11 1/2"I II LAMINATED BEAM EXISTING I 4'-6" 4'-6" 5'- ' 4'-6" 4'-6" 5'-4" - - - - - - - EXTERIOR WALL OPEN WALL AND INSTALL 4'-6" 5'-4" �� 2 x 10 & FOUR (4) 2 X 4 STUDS „ 2 x 8 FASCIA 6 X 6 „ 12 I I 11 iv BENEATH NEW 5 1/2" X 11 1/2" 4Sim COLUMN sIM 24 2 ; i 2 REMOVE EXIST. �- - - BEAM. SUPPORT EXISTING OVERHANG I ROOF OVERHANG = TRUSSES DURING INSTALLATION. '< • "'' FZ 2X10ALEDGER ALL SIDES _ i i i (AS NECESSARY) . RESTORE WALL TO EXISTING N 6 X 6 I I I 1 1/2" DIA. y� TO ACCEPT NEW MATERIALS AND CONDITIONS ""` ' '•' ' ` I 9 COLUMN I JOIST OVER " 9 STEEL HAND '� N RISE BEAMS AND 3 1 " EXISTING LEDGER "> > / ' � ''•?: — — I I I I I I RAIL \ 2�0 ROOF TRUSSES TO SUPPORT NEW I DECKING—INSTALL `�' ,{ ,,y..::••.•! �:.:.. - .. ,._.�.:'� .`I.� I I I I CENTERLINE 5 1 2" X 11 1 2" s 641C. NEW FLASHING / / NEW • `' �'A' .•� ; ' �' =� ' " OF EXISTING ( / ) LAMINATED BEAM 4/ I I SEE DET 4 A3 FRONT DOOR CONCRETE .;•:' ;.•;�4 • :.. : � ..::.. - - I _ , RIDGE I c 8 :', F2 I F� 2 X 10 &�� 4 '"STREET CURB;': :_ �..; '' '' a`• ?.Y=:. I I II 2 x 8 �J4SCIA 4 II 3 I I 11 DETAIL REMOVE EXIST. D CKI DEC ING 3 II II l II ZO �'' ''• ��'•.� i � CONC. STOOP, I I '.4". CONC . I _ I STAIRS AND LO �I 'r' Q ': I - - I SIDEWALK. 2 X 8 JOISTS !� I I EXISTING c� USP HEAVY COLUMN CAPY u W a w m ' " •` '• • •' • I BACKFILL AND 0 COMPACT SOIL. x ---------- --------- 5 1 2" X 5 1 2" I I TRUSSES �, 0 11» MODEL N O. K C C6 6 t-Ir - - / / OR AS DESIGNED BY x •. :��:� .:• SLOPE FINISHE WOOD COLUMN I I x• 1 I F2 I GRADE AWAY JOIST II II II I I 4/12 SLOPE LAMINATED BEAM SUPPLIER w °z "� FROM EXISTING HANGERS 8 II II II 8 II (VERIFY W/ARCHITECT) a H o I �;;,y •,:`::" ' ' •,. I I EXISTING 12" I FOUNDATION WALL. TCKI ,CONC. BLK. I I2 X 6I 5 1/2 X 5 1/2 DCKI D I 2X8 , I N H w • I II II II FASCIA max'—I� - - - (� o ; .::: .;.;':�':. FOUNDATION cv `n WOOD SUPPOR S N 'n II II II COLUMN BELOW a WALL I ADJUST EIGHT II II I' 5 1 2 X 11 1 2 I ` I > z° :.:.:. ::.'.., LOCKING (I 2 X 6 COMPOST / / o w ' ;:;.}f r.•: ;;� I FOR SLgrE II II II CAP RAIL LAMINATED BEAM ;.L • - - - I 6 X 6 I I x I I x x 6 X 6 Co I w a W o F2�:` '; .'=.`..M1 POSTS II II II WOOD POST ° q ~ :, .... ..,... F2 F2 I II1/2" o w � 5 X 11 a H 2 X 8 I� ROOF TRUSS DESIGN I LAMINATED BEAMS � � •• •' <_•- ''''•''`• I 2 X 8 � 1/4"CABLE BY REGISTERED I •'� I I FASCIA X X FASCIA I II II II c .... I I I I I DCKI G DCKI I INTERMEDIATE STRUCTURAL ENGINEER r o Q a H z Q u� 4)-0** I in I %c) II II II CABLE I `� 2 X 6 DAMP II II II SUPPORT 1/2" JOISTS 1 1/2" DIA.. N`z — — — — I 15" STEEL HAND ROOF __*F2 F2 F2 I 2 X 6 I II II RAIL 4 FRAMING PLAN 12 BEAM/COLUMN DETAIL cn �, 2 X 6 L�NDING _4 _ JOISTS X X JOISTS � _ " 'I COMPOSITE AZ 1/4 1 —0 � I STALL 4—MIL PLASTIC SHEETING � SECURE DCKI IG DCKI G 15" O.0 C° — I I -I TO POST f I II II DECKING AND 3 INCHES bF PEA GRAVELI � W 2LAG II II I�NDER DECK Af�D RAMP I I / JOIST I II I SCREWS HANGER II II 2'-3" 2'-3" 2'-6' 2'-6" U • F2 �F2 �F2 I 2 x 8 POSTS I I _________ _____ ___ _________ _________ � 111 O BLOCKING—„ FASCIA 4 -6 4 -6 4 -6 4 -6 4 -6 4 -6 I II MAXIMUM RAMP SLOPE01 2 X 6 I „ , 4, NOT TO EXCEED 1:12 „ „ COMPOSITE 8 9 -0 5'-4" I 9 -0 5 -� 9 -0 5 -4 CAP RAIL EXISTING p 7 I 7 1 1/2" DIAM,. SIM WALL U w 1 2 I 6 X 6 STEEL PIPE RAI .� WOOD INTERMEDIATE 7 CABLES RAMP/DECK RAMP/DECK RAILING/DECK COLUMN CABLE POST © 4" o.c. �+ > U � xa FOOTING PLAN 2 FRAMING PLAN 3 PLAN 12" 2 X 6 2X4 p w = AZ 1/4 - 1'-0" A2 1/4 - 1 -0 A2 1/4 - 1 -0 - COMPOSITE COMPOSITE �--I of DECKING RAI4.1 L SECURE WOOD POST TO DECK JOISTS 2 X 6 COMPOSITE 2 X 4 COMPOSITE 2 X 6 COMPOSITE 10 1 2" CAP RAIL - CON'T. RAIL-CENTERED CAP RAIL - CON'T. ON CAP RAIL I— r---------i- -- ---- 2 X 4 COMPOSITE LED STRIP LIGHTING _ I 1 2 X 10 I i 2 X 8 RAIL-CENTERED UNDER CAP RAIL - CONT. LED STRIP LIGHTING oo L� I I I JOISTS ON CAP RAIL 1 1/2" DIA. STEEL UNDER CAP RAIL - CONT. _ _ M HAND RAIL-SECURE INTERMEDIATE I ] 2 X 8 C° �.'�`L = 1 2 X 8 FASCIA I I 5 1/2 X 5 1/2 CLEAT `L S CURE NEW 2 X 10 TO WOOD POST - CABLE POST :. LEDGER TO EXISTING o I WOOD POST :;..•,••.. I I < , :I L_J I LEDGER WITH 1/2 DIA. LAG SCREWS. INTERMEDIATE •.. .. . ....:....:.•......... .:."�.. ,:.;.:.; .. :. 0 ROWS CABLE POST 5 1/2 X 5 1/2 I 7 CABLES @ 4" O.C. ' '.."-..,,." I _.. .I i INSTALL 4-MIL PLASTIC LAG SCREWS STAGGERED IN TW 6 X 6 WOOD COLUMN 6 X 6 WOOD POST o I WOOD POST TOP OF FLUSH I JOIST HANGER 4"GONG. i i AND 3 INCHES OF PEA NEW LEDGER TO BE LOWERED FIN. FL. FASCIA - I I SLAB I I GRAVEL UNDER DECK DEPTH OF NEW DECKING TO ivy I 7 CABLES © 4" O.C. @ DECK I 2 X 6 COMPOSITE I I I I AND RAMP BE FLUSH WITH EXIST. FINISHED EL. 100.00 I I I L4"COMPACTED. I I USP HEAVY COLUMN BASE ANCHOR USP POST ANCHOR TOP OF RAMP FLUSH Ir-2 X 6 - SECURE TO POSTS DECKING(1/8 SPACING) " 2 X 10 SAND i i FLOOR. PROVIDE LEDGER FLASHING. � CBS66 - 5 1/2 X 5 1/2 X 8 3/4 PAU66 - 5 1/2 X 5 1/2 X 7 LANDING FASCIA W/2 1/2 LAG SCREWS 2 X 8 JOIST I I I I INSTALL GALV. JOIST HANGERS TO NEW O '� / " / " EL. 99.17 © DECK I 2 X 6 COMPOSITE FASCIA �— i i I , W 1 STAND-OFF W 1 STAND-OFF FINISHED I 16 DIAMETER I 12" DIAMETER LEDGER. w W 00 SECURE TO WOOD COLUMN W/ _ SECURE TO WOOD POST W/ " 2 X 8 DECKING GRADE 2 X 8 2 X 8 - SECURE TO POSTS I �r ( FIN. GRADE o FASCIA (1/8 SPACING) o W/2 1/2" LAG SCREWS i i CONCRETE PIER i i CONCRETE PIER U (2) 5/8" GALVANIZED BOLTS �� 2) 1/2 GALVINIZED BOLTS FASCIA o EL. 98.33 EL. 98.33 BEYOND BEYOND Z L L J Z „ » (VERIFY) III=11 I_':: II 11= 2 X 6 JOIST (VERIFY) =III=111� `. IIL USP POST ANCHOR W --ll�1 III -III-III 1/2" X 8 ANCHOR BOLT ( • , .... ii=lTf -III 1T ,> / EXISTING p.., IIII :: •.. : IIE �1=III-I III=III= 2 X 6 - JOIST HANGER 11=III- " _ '' III=III= (2) 1/2 GALVANIZED BOLTS 1'-4" 1'-0" •'; T III=11f Tff MASONRY WALL =1111 •�4: IIE =III=1 '•; "`.�•. III=1 BLOCKIN =III=II. ;*. 1/2 X 8 ANCHOR BOLT .III-I 1/2" X 8" ANCHOR BOLT —III I=1 I' =-1Tf ;..•.. ,. 1Tf Tf III . TIC " 1�1=1 1�1= _ III=11. : '.: " III= - SECTION THRU STAIR ~ • .r:. c° 1=III .'. :: .<,;;. 1=1 Lo _ Y ,... � ,-, i=ITT �I-1 I f • •'� � 9 I I I -III=II`•'= 12 DIAMETER I -III=1 = f' 12 DIAMETER a I�I I :•.°.,:::•• ••, I I -III-I •::�;�;:.::: I I I- ;� •., .'; :•. = 16 DIAMETER i� I-III I=11 12 DIAMETER i� T ..';: :': :� CONCRETE PIER I( :' CONCRETE PIER AZ 1/2" = 1'-0" :IIII ., : :;•.: _ CONCRETE PIER -III-I '�:; = CONCRETE PIER -III-IL: �:�• -III- ::•: - I `••:,�•r -II- I-III '•• < I-II I-III '• -• ' .• -II 1=1ff •• `. • =1f w � -III=1 ':' ' ` III= B O T. OF I= B OT. OF -III-I ';�`'� ; I I I= ` - FOOTING FOOTING �:..,....,,;..• I-III I=-iii ii 1 iii Tf II I Ilk _III III- -I I I-I I.:;::':;; 1L1= III- �•';• III- 6 X 6 I '� '' ' I-I i=III '.::;?::': I-II EL. 94.83 i=1T_I .: =1f EL. 94.83 i-1ff `" : = -1f WOOD 2 X 6 7 Q e. -: , . II- Illi- r- I V. ' III r- _ _ III COLUMN COMPOSITE 1 1/2" DIAM,. INTERMEDIATE 7 CABLES =,1 �1 =ll SOIL AT BOTTOM OF ;�IIIIIIIIIIIII�I - SOIL AT BOTTOM OFITIIIITI 1=III= SOIL AT BOTTOM OF CAP RAIL STEEL PIPE CABLE SUPPORT © 4 O.C. .I 1 . I I I I I I—I �- �- SI M w POST HOLE TO BE 1,_0» POST HOLE TO BE V_0„ POST HOLE TO BE HANDRAIL POST 12" FIRM, UNDISTURBED FIRM, UNDISTURBED FIRM, UNDISTURBED W Q I � s COLUMN FOOTING - F1 6 POST FOOTING - F2 7 RAMP DETAIL @ LANDING 8 DETAIL @ MAIN DECK t t A2 1/2" = V-0" A2 1/2" = V-0" A2 1/2" = V-0" A2 1/2" = 1'-0" + o w Q I 0 r N I 2X6 D LOWER RAMP JOIST � Ld wl • I I I ' i\_-JOIST HANGERS I _, IL2"' X8 » FASCIA I I LINFILL BOTTOM OF I i 4 CONCRETE SLAB I 1 2 X 6 COMPOSITE I I RAMP SLOPE W/CON . i TO SUPPORT 2 X 6 i i DECKING OR SOLID COMPOSITEI I RAMP JOISTS I I (1/8 SPACING) I I DECKING i i SEE RAMP FOOTING PLAN 1/A2 i 12" DIAMETER i i z 16" DIAMETER i i i i CONCRETE POST CONCRETE COLUMN I I I I FOOTING BEYOND I I FOOTING BEYOND i i MAXIMUM RAMP SLOPE L______J L____J NOT TO EXCEED 1:12 L____J L____J r7RW7F N CHECKED RWF JOIST \ DATE PROJECT NO. LOWER RAMP 12-15-2022 8'-5" rjo SECTION THRU RAMP A2 1/2" = V-0" A2 2 OF 2 SHEETS